A rigid bar of negligible weight is supported as shown below. Compute the value of the load W that will cause the stress in the steel rod to be 55 MPa. Bronze L = 3 m A = 1300 mm? E = 83 GPa Steel L = 1.5 m A = 320 mm? E = 200 GPa %3D 1m 2.5 m 1.5 m W

A rigid bar of negligible weight is supported as shown below. Compute the value of the load W that will cause the stress in the steel rod to be 55 MPa. Bronze L = 3 m A = 1300 mm? E = 83 GPa Steel L = 1.5 m A = 320 mm? E = 200 GPa %3D 1m 2.5 m 1.5 m W

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

A rigid bar of negligible
weight is supported as shown
below. Compute the value of
the load W that will cause the
stress in the steel rod to be
55 MPa.
Bronze
L = 3 m
A = 1300 mm?
E = 83 GPa
Steel
L = 1.5 m
A = 320 mm?
E = 200 GPa
- 1 m
%3D
2.5 m
1.5 m
w/

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